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Home My WebLink About518 1/2 Lopez Ave - Building cJ,O't'~_ ${i~~ D! ....... ..", CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98~()2 ...l:"l:"'...L...L.....al....l-uJ..1 l'\lLUUIJer Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 8/02/05 05 00000349 Date 656878 518 1/2 LOPEZ AVE 06-30-10-5-0-1100-0000- RES MANUFACTURED HOME RS7 RESDNTL SINGLE FAMILY 30000 Owner Contractor TUCKER, DON 65 JUNIPER SEQUIM (360) 460-2820 NU TREND ENTERPRISES .PO BOX 1780 SEQUIM, WA SEQUIM (360) 683-6080 LOT COVERAGE LOT COVERAGE 25.60 525.00 7737.00 1456.00 1981.00 WA 98382 WA 98382 Other struct info TOTAL % EXISTING LOT S!.ZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE ---------------------------------------------------------------------------- Permit . . . . . Additional desc . Permit pin number .Sub Contractor Permit Fee Issue Date Expiration Date RESIDENTIAL ELECTRICAL NEW KEYTES/ MOBILE 56531 KEYTES ELECTRIC 78.70 8/02/05 1/29/06 Plan Check Fee valuation- .00 o Qty 1. 00 Unit Charge Per 78.7000 ECH EL-MANF HOME SERVICE & FEEDER Extension 78.70 Special Notes and Comments Building address sign shall not be less than 6 ". & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. Manufactured home must be pit set so that no more than 12" of skirting is visable above grade. 05/12/2005 04:41 PM SROBERDS --------------------------- The proposal will result in the placement of a s.f. res in the RS-7 zone for total lot coverage of 26%. No land use issues are noted. Electrical load calculations and elctrical permits are required. > $410 Connect FEE 05/11/2005 04:47 PM JHEBNER ---------------------------- Elect SVC will be connected across the alley from the SW Prop Corner. 05Jl1/2005 04:48 PM JHEBNER ---------------------------- Any modifications to the City'S electrical facilities will be at the customer's expense. 05/11/2005 04:49 PM JHEBNER ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. ......" ~ ~ ~ ~ ~ \ c() -., Other Fees 745.00 SEWER SYSTEM DELV CHARGE COMMENTS! ACTION NEEDED ~ . \J\ ~ ~ ~\, ~ ~. \'4 ~ .. \..J........ t\ (). "'"' \ . ' ELECTRICAL PERMIT INSPEg.lON RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO GENERAL COMMENTS: PW-II02.l' (4196) 'ti ....... ..", CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98~()2 Application Number Application pin numb~r' . . . 05-00000349 656878 Page Date 2 8/02/05 Other Fees STATE SURCHARGE PW WATER SYSTEM USE FEE 4.50 1025.00 Credited Fee summary Charged Paid Permit Fee Total Plan Check Total Other Fee Total Grand Total 78.70 .00 1774.50 1853.20 COMMENTS/ACTION NEEDED Due 78.70 .00 .00 .00 1774.50 .00 1853.20 .00 .00 .00 .00 .00 . , ELECTRICAL PERMIT INSPEgION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO Ulll,;11 WI lilITH_IN / (;UV~K ~bJ<.. V ll,;b J .. ........ o..a.J tI /. ~c'h r I "h!/)) ,. , GENERAL COMMENTS: PW-II02..' (4196) .!e;,:"f.J,/-:::. -.:"f :~?;_. . CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000349 Date 656878 518 1/2 LOPEZ AVE 06-30-10-5-0-1100-0000- RES MANUFACTURED HOME 5/18/05 RS7 RESDNTL SINGLE FAMILY 30000 Owner Contractor TUCKER, DON 65 JUNIPER SEQUIM (360) 460-2820 WA 98382 NU TREND ENTERPRISES PO BOX 1780 SEQUIM, WA SEQUIM (360) 683-6080 LOT COVERAGE LOT COVERAGE WA 98382 Other struct info TOTAL % EXISTING LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE 25.60 525.00 7737.00 1456.00 1981. 00 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date BL MANUFACTURED HOME NASHUA VILLA NNID3290A-B, 2001 48967 230.00 Plan Check Fee 5/18/05 Valuation n/14/05 .00 30000 ~ \A.. BASE FEE Extension 230.00 Qty Unit Charge Per Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. Manufactured home must be pit set so that no more than 12" of skirting is visable above grade. 05/12/2005 04:41 PM SROBERDS --------------------------- The proposal will result in the placement of a s.f. res in the RS-7 zone for total lot coverage of 26%. No land use issues are noted. Electrical load calculations and elctrical permits are required. > $410 Connect FEE 05/11/2005 04:47 PM JHEBNER ---------------------------- Elect SVC will be connected across the alley from the SW Prop Corner. 05/11/2005 04:48 PM JHEBNER ---------------------------- Any modifications to the City'S electrical facilities will be at the customer's expense. 05/11/2005 04:49 PM JHEBNER ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. ~ '!\ <: )- t (\ ~ \t ~ '- (t. Other Fees SEWER SYSTEM DELV CHARGE 745.00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinanc% governing this type of work will be complied with whether specified herein or not. The granting of a permit does not ~~~~~~~autRn~yt~~...~~:a"C'.' t::m~. is);ons of ::- state or local law regulating construction or the performance of c/) ,7 ?l __..-..-.-/ :..5 - ~00 ctor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\POIicies\ 11 02_15 building permit inspection recard05. wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDA TION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR / SLAB ROUGH. IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYW ALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEA I' PUMP / FURNACE / DUCTS GAS LINE WOOD STOVE / PELLET / CHIMNEY COMMERCIAL HOOD / DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'5 SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQl1IRED PRIOR TO OCCUPANCY/uSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R. W. / PW / CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING I T:IPoliciesl I 10215 building permit inspection record05.wpd [1/4/2005 ] " CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 05-00000349 Application pin number 656878 Page Date 2 5/18/05 Other Fees STATE SURCHARGE PW WATER SYSTEM USE FEE 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 230.00 230.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 2004.50 2004.50 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\Policics\1102_15 building permit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRiCAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED YES I NO COMMENTS FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR / SLAB {,/I S; /PtE> 3J...L rd/l.to~~ bR-V I.{J ,>-,-<- J lA./ mono Skb Fou~t<..+tOY1 ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYW ALL (INTERlOR BRACED PANEL ONLY) T-BAR I I INSVLATlON SLAB WALL / FLOOR / CEILING I MECHANICAL I lEA T PUMP / FVRNACE / DUCTS GAS LINE WOOD STOVE / PELLET / CHIMNEY COMMERCIAL HOOD / DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING I -2- q -0 s- :J u....... PLANNING DEPT. 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Z '-I"" :>>H :<:n OJ:>: [f)", ..., t-< t-< H OJ :<l t-< >< w w "'''' 00 "'''' "'00 OW , , N'" 000 NOO 00 tJ'U :>>:>> ...,G) OJ OJ '" , f-' '" , o '"00 CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property zoning . . . Application valuation Owner TUCKER, DON 65 JUNIPER SEQUIM (360) 460-2820 Other struct info Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date 5/18/05 05-00000349 Date 656878 518 1/2 LOPEZ AVE 06-30-10-5-0-1100-0000- RES MANUFACTURED HOME RS7 RESDNTL SINGLE FAMILY 30000 Contractor WA 98382 NU TREND ENTERPRISES PO BOX 1780 SEQUIM, WA SEQUIM (360) 683-6080 LOT COVERAGE LOT COVERAGE 25.60 525.00 7737.00 1456.00 1981.00 WA 98382 TOTAL % EXISTING LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE PUBLIC WORKS RES WATER SERV 49197 715.00 5/18/05 11/14/05 Plan Check Fee Valuation .00 30000 Qty 1. 00 Unit Charge Per 715.0000 EA PW W/M 1" SERV 5/8" METER Extension 715.00 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date RIGHT OF WAY 49189 50.00 5/18/05 11/14/05 Plan Check Fee Valuation .00 30000 Qty 1. 00 Unit Charge Per 50.0000 ECH RIGHT OF WAY PERMIT Extension 50.00 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date SANITARY SEWER HOOK UP 49205 110.00 5/18/05 11/14/05 Plan Check Fee Valuation .00 30000 Qty 1. 00 Unit Charge Per 110.0000 EA SAN SEWER HOOKUP Extension 110.00 Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to ,give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of constru)Jn. I . '~ .S; f)C)~ T:\Policics\ \ 102.1SR [1/05] Date Signature of Owner (if owner is builder) Date PERMIT INSPECTION RECORD CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE / METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEW ALK CURB & GUTTER DRlVEW A Y APPROACH BACK. FLOW DEVICE I I I I I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W. / PW/ CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 4 I 7-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUIL[)[NG T:IPoJiciesll 102.I5R [1/05] ~ "ORT A,~ f::.-J..O~~~ ~Ra~ 'W.- -- ~-;;;--w;p CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 05-00000349 Application pin number 656878 Page Date 2 5/18/05 ---------------------------------------------------------------------------- Special Notes and Comments Manufactured home must be pit set so that no more than 12" of skirting is visable above grade. 05/12/2005 04:41 PM SROBERDS --------------------------- The proposal will result in the placement of a s.f. res in the RS-7 zone for total lot coverage of 26%. No land use issues are noted. Electrical load calculations and elctrical permits are required. > $410 Connect FEE 05/11/2005 04:47 PM JHEBNER ---------------------------- Elect SVC will be connected across the alley from the SW Prop Corner. 05/11/2005 04:48 PM JHEBNER ---------------------------- Any modifications to the City'S electrical facilities will be at the customer's expense. 05/11/2005 04:49 PM JHEBNER ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 875.00 875.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 2649.50 2649.50 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\Policies\ll02.15R [1/05J PERMIT INSPECTION RECORD CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCA nON. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO PW UTILITIES (Engineering Division) WATERLINE / METER SEWER CONNECTION SANIT AR Y STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEW ALK CURB & GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE I I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W. / PW/ CONSTRUCTION - R. W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 4 I 7-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDl1'G 4 I 7-4815 BUILDING T:\Policies\II02.15R [1/05] BUILDING PERMIT - APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Address: PROJECT ADDRESS: - City: ,~"1j i? _L~.A-.r<.. .-/ pGIhone: State License #:rVI)TI1Pi1 ~1{xp:' J- )._.:P-~ Phone:~ -&0'10 City: 5.e~~ Zip 9 Y'~?f -~ c/C7.. "4/ j - /) '7 -..; _ (L.?' Ulfe ~ ZONING: //)<- .. Phone: LI/c:f) - :2- r; 2 D Phone: sctJJ. - 933() Zip: c;J?? j .~ o t- LEGAL DESCRIPTION: Lot: Block: Subdivision: CLALLAMCOUNTYPARCELNUMBER: 00"30 /d~O / J~ ~-C) Credit Card Holder Name: Billing Address: City: Credit Card Type VISA MC # Exp. Date: TYPE OF WORK: SIZENALUATION: t8"Residential I2"New Constr. 0 Re-roof 0 Stove i'-/ '> I- SF. @ $ /SF. = $ o Multi-family 0 Addition 0 Move 0 Garage SF. @ $ /SF. = $ o Commercial 0 Remodel 0 Demolition 0 Deck SF. @ $ /SF. = $ o Repair 0 Sign 0 Oth~r . _ T~ VtLUATION /_\2.<0, ()-(:} 0 BRIEF DESCRIPTION OF THE PROJEC~' jYl ;1u{.If<"-tc..t~ rv~ iJI/V', .<'4= .?8x z~/~;;L., , lVo.sh""o. . Vd/~).sw #}/[J)s29CJAe __, / / COMMERCIAL/RESID~TIA.,L: Occupancy Group: Occupant Load: Construction Type: No. of Stories: -1- Lot ~u~: -!l.-?~3 '1- Bxisting Sq. Ft. < ')~4 & Proposed Sq. Ft./t.{Oto = TOTAL Sq. Ft. i 9)1 1.. Total lot coverage_..%-'" ~ _ PLANNINGYSE ~NLY: f/!;.f~;;~zt ~ )I)t ti'{.,;:!;.;, . -;.':j~~~ _ . . .;.) . n't'- ESAlWetland(s): 0 Yes)(No SEPA Checklist required? 0 Yes)(No Other: APPROV PLAN:5 BLDG: DPWU: FIRE: OTHER:_ VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and maybe revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: lfno permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R1 05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the sa understand that it is my responsibility to determine what permits are Ii quired ,no true and correct. I am authorized to apply for this permit and and that I must obtain such permits prior to work. ~. Date:0.s:-0S--- , T:\RVESS\BLDG-forms-brochures\2004-Buildingpermit.wpd Applic N f { ., 1\ ~~l df-J' 1 /",4/-'7 ~ fi -! ~ /"7,,;.// C \ - L/ .;/ ~ L--,....--/Z/- \ {/ rD. I ) 'j 7, J ~"1 J~D0 1 . 71 , Lf'-l.!2f- .- 7:/ ~ J I 1.-- . -, 1/?0~1 ~ .11 517 40 501 Feet \J> Lopez Ave. Vertical Datum = NA VD 88 Hor;wntal Datum = NAD 83/91 N ~ .<\ <\ <\.~ I til~ 1 Area Map This map is not intended to be used as a legal description. This map/drawing is produced by the City ~f Port Angelesfor its own use and purposes, Any other use of this map/drawing shall not be the responsibility of"the CiZl'. ,;&;, ...-.: r ,..~. ,.A_ CAA ,. C~'''ro I' ~~T 8Y CITY' D' ,.,Dflr .._.~5 ~ ~:IV';'~:''''..~o ~:~;:.::~~~":T.5 ~~:~ ~ ~ ________ClN-WV" .. LOPEZ 5T , , _ N8B. '04" " 1.1 \ I I I I I I I I , I ~I ~ I ~I ~, ~I : I I t ~/'..v_a BAAS. CAP ,_ I L" ~~;YC~':"'-~o.~.':.v~~'~5 GINTl!!ie<-/NI! - CEN'TeIel-INC e.F VINe ""NO 1IV~/C>8Y ~T..8T$. .5T~66T VACAT~O I ~&Z,a~~~I"f~iC ~ I I r0- O- ~ .... ~ ~< ~; n, ~ I I I r0- O' ~ ...... ..Q.. ,~ ~:R 1'1 I ' (3 ~~~ lO'! ~~~~ ~ :~~!, ~ ~lQi~ ; ~a~~~ ~->~ l\. -:J~t~~ ~}~~~ ~ll.l(~~ ~l;Ill(.., L~~S.t ',;;',f Z.ff~"V-;<;,,;'.c,.g'=Ni . €~"'..N~E.e. h" J/.J. VIIIV(;~r D"TCD J-7_Go$. __ 10 15 SURVeYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIReCTION IN CON~ORMANCE WITH THE SURVEY RECORDING ACT AT THE REQUEST QCHELEN f3USH,-~ DA TE: JUL Y 10, 1985. '- ~ ~ ~ ~ " DRAWN B'l': $,MM PlA T CHECK: F"lNAl CHECK: JACK A. GLA UBERT LICENSE NO 14475 BUSH SURVEY S&ael. LEGENQ_ . DGNOTE :SIB" R.EB.AR.. wln-, pi-ASTle SURVEY CAP STAMPEO ~GL.AU6eRT - P.L.5. 14475 AND 3" x,3" WH(TE GUA~D POST. '" >- < 2 " . 8 " ~P. D,NOT€S ALLEY WHICH M....Y U BE V,AC,ATED ey ~TA""UT€ BUT HAS NOT BEEN v,ACArED By t:>PF'ICIA L- ..JUO(CIAL ACTION. ~ I ~ ~ ~ - "_J -- 'r SCALE (N FlEer SURVEY OF LOT 5 ,BLOCK I I AND VACATED LOPEZ STREET ADJOI N I NG IN 5ECTION /0 , TOWN SJ-/ / P 30 NORT J-/ . RANGE (0 WEST, W. M. , CLALLAM COUNTY I WASHI NGTON. RECORDING CERTIFICATE "cILED FOR RECORD AT THE REQUEST OF NORTHWESTERN TERRITORIES /NC. THIS ~DAY OF I?&: .~/985 AD AT~M/NUTES PAST 3 O'CL I(~.M. AND RECORDED IN VOLU/I1E-L-OF S/;IRVEYS, PACE / RECORDS OF CL ALL AM COUNTY, WASHINGTON. G.~~I"~ J~ J_ DEPUTY COUNTY AUDITOR ~~S~~~E~<?~~~ES Connruction CoonIiMtion . M.teriMs Tasting 10(40 -(,) ::::.co:::oa::'" ~'-:: ::~~":.::;::',::",~~,,:,':;"":;"', :~:~~ ~ .~ " ~~M8. THIS SURVEY IS BAseo OV THE WASHINGtON CooRO/NAn; SYSTEM G.eIO NOIZrH ZONE. ALL BeARINGS ARc' ~eLATIVc TV $4/0 G.eIO ALL O/~TANCes ARE REOuceD TO 5410 GRID .\ " '4; ....( LEGEND I w * ~ z & 8 u z g " z i ~ ~ 4J " a:: I{>- ~ " ~ ~ . DENOT&5 SET S/8. REB",qR WITH PLASTIC SURVGY CAP STAMPeD ~NTI-NESARy' 223"'f4" AND ,3. X 3. WHITE GU-'1~O POST. .OtNOTE5 FOOND 5/8~ Re8AJe WIT.J..I PLASTIC CAP S7A;'V1P€.o ~ GLAU8Eltr PL5 /4-475': 5ET 3",(3" GUARO PO:>T. ~~OCNOTE'S HeDGE. ____ DENOTES E.X/STING- FeNcE, 6J c;>ENOTE5 EXISTING CO/IJC~ErE. o r::;,,:o::vs S=~TSV:C~~E~L~~ ~::t;~~E BUT NOT BY OFFICIAL JUDICIAL ACTION. () 5.0 100 Pv..~--.J ~ SCALe 1/11 FBET AVENUE.~'// N88~~- \!:l, VACATED PER OROIN-qNCE NO. 15821{) at cO ,:j) ~ ~ 10. ~., ;'J ~~ : ~i Ilr--T-r-- t I ~ ~ I~ -, __ I I: ~ ~i ~-_. 90 I~ ! I ~ : i -4<),03- ,'''1+22~. -~"1.2~~ .-#.Z2~~ /+f..:~.~'\ ,,44.'2Z... ~~I - N88.;03'1?4 "..I>..\I...~::-:"~/.-I5 · I-~'~-~ ' I ... i I I I FOR OL.YMPIC VISTA INC. DATE SEPTEMBER 30,1987 'ii .... '" ~ ----EAST LINE OF GaV~~N^,,~T LOT -3 OF seCTION /0 PER SU~VI!iY ItECO~C>li=.O 'N VOL.U/VIe 1/ 01"' $U,II!V.EY.!9, P"",G-E I. ~ ~ (j ~ , SUR.VEY OF LOTS {,;; -10 INCLUSIVE, BLOCK I I, AND LOTS II -/(fl, INCLUSIVE/ BLOCK 16 , OF PUGET SOUND COOPERATIVE COLONYS 2@ ADDITION TO PORT ANGELES I CLALLAIVl COUNTY, WASHINGTON IN GOVERNMENT LOT .3, SECTION 10, TOWN5HIP 30 NORTI-I, R.ANGE w WEST," WM, OF SAID COUNTY ~ '" \ , ~~ ~ : v?F~'- ~VHIOBY AVENUE SUI2VEYOeS CEICT/F/CATE ---~----~-~_.__.._~----------~--- THIS MAP CORI2ECTL Y REPRESENTS A SURVEY MADE BY ME CR UNDE"/2 MY DII2E"CTION IN CONFORMANCE WITH THE SURVEY RECORDING ACT AT THE RE9UEST OF J:J./.r.MPIC V&.rA-'NCJ DATE SEPTEMBER. 3D,1987 ~a..U cl f1€4~ R.ONALD L NcSA)2y UCENSENO 22344 ~ I j ..~ " I2ECOK?OING CER:TIFICATE FILED FOR RECORD AT THE RE9UEST OF NORTHW~RN TERRITORIES) INC. TI-IIS .H!!:OAY''i:E(J.~. 1987 A.D. AT~M/NUTE5 PASL....!L..OCLc.cK~.M AND RECORDED IN VOLUME.J~QC SURVEYS, PAGE....5....L......... RECORDS OF CLALLAM COUNTY, J WASHINGTON. c.3A_L._, _ ~ . J-L.- CEPUTY COUNTY AUDITOR.. ~ NORTHW~~~~.~IES. IN&. /O(30-~ NTf "'SOO;~=::=~=~--:'~_ DESIGNED BY, DRAWN BY, 5HELLI€ M. .'I4ELTON' PLAT CHECK BY, :J)..Ie. LIE M M&L.TON" FINAL CHECK BY, OLYMPIC VISTA INC. B4/22/2BB5 B8:43 35B4178558 FAMILY MED PAGE B2/B4 Filed for R<<ord at Request of CHUCK E. ~VNDE. ATTORNEY AT LAw P.O. Box 3303 SEQUlM. WA5HINGTON 98382 (360) 683-8205. FAX 683-8227 GRANT OF UsEMENT AND AGREEMENT Reference Nos. of Documents Rele~ed or Assigned: NtA. Grantor(s): (Last, First, Middle Initial) 1. Le Ber, Charles F. 1. Le Ber, Janice Downey Gratltee(s): (Last, First, Middle Initial) 1. Heckman, WiJliam R. Legal Description: (Abbreviated: i.e. lot, block, plat or section, township, range, quarter/quarter) Burdened Property: S 1/2 Vacated Lopez Street adjoining Lot 5, Block 11, Puget Sound Cooperative-Colony's 2nd Addn. to Port Angeles, 1/12 Benefitted Property: Ptn GL 2, Sec. 10, T30N, R6W and ptn of Lot 16, Block 16 Puget Sound Cooperative Colony's Second Addition to Port Angeles, 1/12 ' Additionallegal(s) on page 1 and 2. Assessor's Tax Parcel ill # Burdened Property: 063010-501100 Benefitted Property: 063010-430390 and 063010-501110. 1.1 Grantors. Charles F. Le Ber and Janice Downey Le Ber, husband and wife. 1.2 Grantees. William R. Heckman, a married man, as his separate estate, his heirs, successors, and/or assigns. EASEMENT 2.1 Term of Easement. Grantors hereby grant to Grantee, his heirs, successors, and/or assigns, a perpetual easement as described herein for the purposes described herein. Provided, however, that if the existing structures are ever removed or cease to exist on the easement described in paragraph 2.6 herein, then this easement shall tenninate. 2.2 Purpose. The purpose of this easement is for accommodation of the existing structures located over and across the easement described herein and for access for the purpose of maintaining the structmes. 2.3 Consideration. One Thousand Two Hundred and no/l00ths Dollars ($1,200.00). 2.4 Termination of Previous Basemem. The previous easement created by instrument recorded March 15, 1994 in Volume 1046, Page 388 under Auditor's File No. 702724, records of Clallam County, Washington, is hereby terminated and replaced in its entirety by this document. 2.5 Benefitted Property. This easement is to benefit the following described real property situated in the County ofClallam, State of Washington: That portion of Government Lot 2 in Section 10, Township 30 North, Range 6 West, W.M., C[allam County, Wll$hington, described as follows: Beginning at the Northwest corner ofsaid Lot 2; thence SoutbCll$t along the Soutb Page I of Easemenl Agreement 04/22/20B5 08:43 3504178558 FAMILY I~ED PAGE B3/04 line of the city limits of the City of Port Angeles a distance of90 feet; thence South 222 feet to the True Point of Beginning oftbis description; thence continuing South a distance of 222.03 feet; thence Northwesterly on a line parallel with the South line of the city limits of the City of Port Angeles a distance of 90 feet to the West line of said Government Lot 2; thence North along said W~st line 222.03 feet; thence Southeasterly on a [ine parallel with the South line ofthe city limits of Port Ange[cs a distance of 90 feet to the True Point of Beginning; AND ALSO that portion of Lot 16 in Block 16 of Puget Sound Cooperative Colony's Second Addition to Port Angeles, as recorded in Volume 1 of Plats, page 12, records of Clallam County, Washington, together with that portion of the North half of vacated Lopez Street abutting said Lot on the South, lying East of a line running Suuth 30 55' 01" West from a point on the North line of said Lot 16, North 88003' 24" West 38.02 feet from its Northeast eOnl-er. 26 Location of Easement on Burdened Proverty. The location of the easement is described as follows: Soutb balf of vacated Lopez Street adjoining Lot 5, Block 11, Puget Sound Cooperative Colony's 2"" Addition to Port Angeles, Clallam County, Washington, according to p[at thereof recorded in Volume 1 of Plats, page 12, records of said County. 2.7 Miscellaneous. This easement shall run with the land and be binding upon the heirs, assIgns, and any SUccessors in interest and shall inure to the benefit of the heirs, assigns, . and any successors in interests of both Grantors and Grantee. DATED this ~ (\0 day of -A"'-l...... , 2000. 'ffFf~r M- I RLES F. LE BER, Grantor X g~~i'~~ 4?7k~~ WILLIAM R HECKMAN, Grantee ^),.,//A~. 2kJ~ c:; e~ ~E DOWNEY LE BE . Grantor STATEOF ~~ COUNTY OF ~ S5. On this day personally appeared before me Charles F. Le Ber and Janice Downey Le Ber, to me knovm to be the individuals described in and who executed the within and foregoing Instrument, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. ' Given under my hand and official seal this l-o"~ day of <APf:.IL-- ,2000. ~A4.......""""~ "'Il OffICIAL SEAL . : SUSAN J. FISHER ~. .. Notarv Public. Stlt. of W8IhinlWOh t ~ Comllllsaion ElpiOl' 12- Hi-2oo0.. ~.yyy...y........., Y P L in and fOvQIe State .- of tl-I"'~ . residing at +;6- <A>Jba.O My Commission Expires: 12.(.$. c:OO'<> Printed Name of Notary: SII."n J Fisher Page 2 of Easement Agreement ~YILLILUU~ U~:4j ;)bB4178b58 FAMILY MED PAGE fJa/fJ4 STATE OF ARlZONA ) ) 55. COUNTY OF Ytnt'I A ) On this day personally appeared before me William R Heckman to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this {, .. day of A 'R..i L.. ,2000. . X~~~1~~ . NOTARY PUBLIC in and for the State . of Arizona, residing at -~-"'mA...__ My Commission Expires: 'rJ1aA.. i I-;A. ()d I Printed Name of Nota!)'; t'lilJ.il.u r. #A t!I-'1 Page 3 of Easement Agreement 02/03/1994 21:00 8663159433 PARK SALES LLC PAGE 01 Park Manager LLC P.O. Boll e 5equlm. WA 88382 380-612-8330 Fax: 1.8S&.315-lM33 EmBiI: lI8ndrllll!llllllrl<U1IHLLC.com FAX TO: STEVE, PERMIT SECTION, CITY OF PORT ANGELES FROM: SANDRA RAMSEY, OFFICE MANAGER DATE: JUNE 9, 2005 RE: COMPACTION TEST REPORT Can we proceed with pouring the foundation? Thank you. 5, g ! '2.. lbFC='Z- ~~; f- ~-CI fi['ve:-U ~ J 'I; ~ 02/03/1994 21:00 8553159433 PARK SALES LLC ., t.. ",~.::J ..::ar<.uur PAGE 02 rMUI.". UL UQIU~"UU~ uo.UQ ~OU~JLO~~O NORTHWESTERN TERRITORIES, INC. 117 80UTH PIABODY I"'I.T, PO", ANOBLES, WA HaQ ~ftfJlnoors I..nd SUMlJo'BI' GofJIoe/.,. ConlftUCflon I~" MatfJrI.1.s Tostln" JOB CONSTRUCTION REPORT REPORT #: DATE: S/~7/oS IJIO) 411oM" '..OO....ISoI:J FAX ........ I~.'I: IntoOlIlMu.eoftI PROJECT: 5 L ~ '41 L..c,pe "Z. CLIENT: D OA lV ~Q.... CONTRACTOR: supeRINTENDENT; INspeCTOR ORDI5RIUJ BY: e-l \ ~rY1- INSPICTOR: ~ ~ \1 P~1:-(j.r\ WEATHER INSPECTOR ARRIVED: DePARTED: JOB': tU c:...l< 0 5 a { -' D\"-""'vM 0('"\ ~'+Q. ""'0 .par+0("~ C-()~~\ /.)1'\ i-e.~+-~,",~ 01'\ ~,,+ ".-",,,", f~ U ,f/Jr t'-... "'~ v$Q.. Peood ~+ 5 I S'~ Lop-ez.- \ ^ p(;)r-+ Ar\O)e.les. -r~o +~5 vv6.....q,. +o..~Q..f\ , ~'"'~ o...-t- ~l. ('\ ~("'.MA~~~ ~or"'C2.r 6.f' ~ ~ oort l ~h o\~~ r r>\rd l)AQ.., ort- ~'-... t;V~~ e.\~4.. o~ ~~ p:-d, Y'\~r-t'" c-f ('V\\~a\9.;. ~+ 10" -9.e.P~. ~04-h. +!!..s1-S ~12. ~reo..+er .t-~'^ q s o/~ t:Jf J:bL 1'''''0 <:-+0.. v-h.., I!., +k\..., s pOo.ss ~~~ ~o_ q 5 <:1/<:1 ~O"""' 1P~1-\ '0./\ ~ pee., cf"\d l)f rc..Cor+. REINSPECTION REQUrRED 0 yes [J NO G:\Ge"\K.te\Lab\Job ~1'I.tr\I~lo" Report.doc 02/03/1994 21:00 8553159433 ~o/~~/L~~~ ~~;~~ ~o~4~Ltiq~~ PARK SALES LLC N 1.1. ..JL::> \:It(uur PAGE 03 rHUL I(J...J ~ NT' NORTHWESTERN TERRITORIES, INC. """'.IMtd~. ~ ~ Intped/atl. Met.".,. T...., FIELD DENSITY TeST NUCLEAR GAUGE METHOD DATE: 5/Pl7/ as CLIENT: ~o" _Tv&-t<.er ADCRESS: PROJECT: 5 l a ~ Lc pe.-"Z... CONTRACTOR: MATERIAL: ~ ~ ,...\lA TESlED BY: _, p IDEAL MOISTURE: 3. B STANDARD COUNTS: MS e G-1-9 os= O("~ TeST DEPTH DRY weT MOISTURE PERCENT PROCTOR PERCENT NO. DENSITY DENSITY COUNT MOISTURE COMPACTION I I~ \ '3 3. -+ l 301, ( 5,8 ~. 3 t37.3 ~7 LOCATION: ",or+~~+ t:..or~r a-f ~ ~ Ie I '3 5,C) 1 -+1. 5 G,.S ~~~ I '3f. '3 q~ LOCATION: """,e.5+ s\dQ. ~~ ,Dc.d . "'or-~'" D ~ vn, k1 \Q. LOCATION: . LOCATION: . LOCATION: LOCATION: LOCATION: LOCATION: LOCATION: LOCA TrON: O~~OIIlIIIp ,..... 717 SOUTH PEADOOY, PORT ANGel!S. WI. 98382 (380) ~Z-i4'1 1-8OQ.(j54-654S FAX 452.&498 E-fl\ill: infoftnU4u.com 02/03/1994 21:00 8553159433 PARK SALES LLC PAGE 04 NORTHWESTERN TERRITORIES. INC. Englneel"l .. Lind Surveyors - Geologists ConltnJctlon Inspection - Materials Testing 711 S. Peabody Slreet, Port Angel_. WA 88312.310.482."01 Proctor Test Fonn ASTM D698 Client: Don Tucker Sample #: 312 Project: 518 % Lopez NTI Job .: TUCKOS01 Contrlctor: Mlterl.l: Pit Run Haller Pit ~te: 819106 Tesled By; CLC Proctor Test Method:Standard "C" Size of mold u..d (.." or I"): 6" Item Item Desianatlon 1 2 3 4 5 A Welaht of como acted 801' & mold (Ibs.) 24.501 24.9; 24.efl 2S,11 B Wllat'lt of molel llbe,) 14.4E 14.4~ 14.48 14.4E C Wetaht of comCllctecl 8011 A " B (lbe.> 10.0E 10.4S 10.3B 10.63 Wet density (#Irt') C X 30 (4" mold) Or 134.1 139.' 138.4 141.7 0 t; 10.075 18" mold) ! Weicht of container end wet soli (creme) 6867.S 7037.2 6960.3 7106.1 F WeiCht of container and dry soil (crams) 6783.C 6747.5 8803.8 6B37.e 0 Weia"'t OfwBter c.. F (e1f.mll 84.s; 289.7 176.5 268.3 H WeiQht of container (crams) 2304.~ 2312.~ 2276.2 2318.0 I Weicht of dry material F - H (Qram.l 4478,~ 4435.J 4527.E 4519.8 J Wetor content G II (%) Ul 6.S 3.5 5.9 K Dry denllltv 0 11 ... J fIUft3) 131.e 131.~ 133.2 133.B ,..>> I rltl Tt-; Fi=L ::;f-~--:~-~~: I p.tt- i;:::-~I~ -. ~, :_~ ~~"JI f 130.0 -q l=-if- . u__.: ~ :~l- ~ I ~ '28.0 + -j:i=t ...~. +-~tl-I-~J.=. ::;.t I.:B I=r=) JiltJI 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Mollture Content (%) MUlmum Den.fly (#Ift3) = ODtlmum Mol."'nt (%, = With 30% rock 134.6 5.0% 137.3 3.ae;. Single-section Multisection DO: Crown and grade the site to slope away from the home and cover it with 6-mi/-thick polyethylene sheeting or the equivalent. I' fl FILE ~ I. Il ; ~- TI II:~. ! ~ ! .' I; l' DON'T: Grade the site so that water collects beneath the home. i. n \1 ll~'.... I. I : Ifi IB.f.' " IF !J. .;, (~Q--Js Figure 3-2 - Elimination of water beneath the home CITY OF PORT ANGELES - Construction Plans The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building oper:tions being carried on thereunder when in violation of all codes and ordinances of this jurisdiction. (SECTION 303{C)~~Orm(:~ Code.) Approval Date t;; '2- BY' I~ ..W~ ~j Table 4-2 - Minimum Pier Capacity Multisection Center-Beam Blocking Roof Live Section Load Pier Load and Minimum Pier Capacity (pounds) Width (pounds (feet) per square foot) Mating Wall Opening (feet) 5 10 15 20 25 30 35 B 20 600 1200 1800 2400 3000 3600 4200 30 800 1600 2400 3200 4000 4800 5600 40 1000 2000 3000 4000 5000 5000 7000 10 20 800 1500 2300 3000 3800 4500 5300 30 1000 2000 3000 4000 5000 6000 7000 40 1300 2500 3800 5000 6300 7500 8800 12 20 900 1800 2600 3500 4400 5300 6100 30 1200 2300 3500 4700 5800 7000 8200 40 1500 2900 4400 5800 7300 8800 10200 14 20 1000 2000 3000 4100 5100 6100 7100 30 1400 2700 4100 5400 6800 8100 9500 40 1700 3400 5100 6800 8400 10100 11800 16 20 1200 2300 3500 4700 5800 7000 8100 30 1600 3100 4700 6200 7800 9300 10900 40 1900 3800 5800 7500 9700 11600 13600 f, LAMPLE: 14-foot section width r 3O-pounds-per-square-foot roof live load [ l8-foot-wide mating-wall opening ~...'....'.Pl. low down the .Section Width" column to "14 feet." Follow across to "30 pounds per square foot" ... in the "Roof Live Load" column. Since the mating wall opening is 18 feet wide, follow across to e column headed "20_" (For any opening width that is not shown, use the next highest number on . chart.) The required pier capacity is 5,400 pounds. ~ ~ ~ i . ;/'" . Strap Method Anchor Min. Ultimate Load Capacity Single Strap Double Strap 47251bs. 47251bs.1 11' - 0" 6' - O. 6' _ 002 4' - 6" 4' _ 602 2 11' - 0" ?---..;;-':;, . Note -- 1 Un[ess listedllabeled for a higher capacity by the anchor manufacturer 2 Unless a greater spacing is specified by the anchor manufacturer 3 All homes located in Wind Zones II and III shall have a vertical tie 2-foot maximum see chart 2-foot maximum l l 1 L ---~ 1-----___ ___J Frame I-beam ------- Anchor ------- I } Ci_...._ c '" I.\I___L__ _._ _I' 4.1.5.3 Perimeter blocking Place piers on both sides of side wall exterior doors and any other side wall openings greater than 4 feet (such as entry and sliding glass doors); under porch posts, fireplaces, and wood stoves; and under the locations where heavy pieces of furniture, such as pianos, organs, waterbeds, etc., are expected to be placed. 4.2 Footings Footings shall be placed a minimum of 4 inches below grade in undisturbed soil. Support every pier with a properly designed footing (see 4.2.1.1 ). 4.2.1 Acceptable types of footings 4.2.1.1 Concrete Footings may consist of precast or poured-in-place concrete, pads, slabs, or ribbons at least 3 1/2-inches thick, with a 28-day compressive strength of at least 3,000 pounds per square inch. 4.2.1.2 Pressure-treated permanent wood Two layers of nominal 2-inch thick pressure-treated wood having 0.60 retention in accordance with AWPA C22 Standard, with the long dimensions of the second layer placed perpendicular to that of the first, may also be used. 4.2.1.3 Other materials Other materials approved for footings may be used when approved by local authorities if they provide equal load-bearing capacity and resistance to decay. Examples include: - 1/2 inch maximum crushed stone; - 3/8 inch or 3/4 inch graduated gravel; - coarse sand, with grains no smaller than 1/16 inch, placed so it provides a soil-bearing capacity of at least 3,000 pounds per square foot. 8 ---- on .V'<ii<j. _ ~ 4.2.2.1 Conventional footings In areas subject to ground frost heave, place footings below the frost line. Consult local authorities to determine the depth of the frost line. In the absence of a local code, use the frost penetration map provided in figure 4-4 as a guide. 4.2.2.2 Floating slab systems When properly designed by a registered professional engineer, a .floating slab system" may be used above the frost line. The design shall accommodate the anchorage requirements identified in 5. 4.2.2.3 Insulated foundations Footings may also be placed above the frost line when the home is provided with a perimeter foundation or skirting having insulation properties sufficient to prevent freezing of the soil under or adjacent to every load-bearing component of the foundation and acceptable for this purpose to the authority having jurisdiction. Useful design guidelines may be found in the references found in Annex F. Insulation systems should be compatible with the requirement to cross-ventilate the entire space under the home. 4.2.3 Proper sizing of footings Proper sizing of footings depends upon the load-carrying capacity of both the piers and the soil. See table 4-3 for recommended footing sizes. 4.3 Permanent foundations Check local building codes and regulations and consult a registered engineer when the home is to be sited on a permanent foundation (such as a full basement, crawl space, or load-bearing perimeter foundation). To obtain a permanent foundation design that meets most local codes, write to the manufacturer of the home. Useful ideas and design guidelines can also be found in reference publications, such as those listed in Annex F. ... ~, -4, 'S ':~ · - n - ~~; Fra~ :p~O: - - -- - r~i~~~- - - Froot~) :-c: / L I , _ _ _ _ .' _ __ _ .. _ _ _ _ II- _ .I _ _. _ _ _ _ -. - - - - ___ - - - .1..'-11- " Exterior door of home " _u_ ,;' "- ',,- Exterior wall- line of home -- Required perimeter ~-_. ----------- support (see note 4) ----.-- Figure 4-2 -- Typical blocking diagram for single-section home when manufacturer's instructions are not available Note (applies to both figures 4--2 and 4-3) _. 1. See table 4.1 for required pier capacity and spacing. 2. See table 4.3 and section 4.2 fer footing requirements. 3, Piers shall be located at a maximum of 2 feet from both ends. 4, Place piers on both sides of entry doors and at any other openings greater than 4 feet in width. such as patio or atrium doors; under porch posts. fireplaces. and wood stoves; and under those places where heavy pieces of furniture such as pianos, organs, waterbeds, etc., may be placed. " i Pierslsupports shall be sized . according to table 42 or calcu- lated by a design professional and located under the bearing points of clear-span openings in center mating walls Required perimeter support (see note 4) " Patio door t - - I" - .,.. - -.- - ,- - -j - - -r-- - I - -1IfI- - or -11- - - .- - -t- - --~ :..,. I I I I I I I I I ~ I I I I I..... I I I I I I I I I \ I I I I I "".... 1.. I . I : I . I I I ..L I I I......r:. ~ __L _.... _ -1_ _._ _ .1__*_ _J.____--L-----L-.a---~-. ..-----"----.... .~ ----. It- - -,- - .. - -i - - .- - ., - -. - - T - -. - - T - . - -,- - ..... - ., - . ..... I I I I I I I ! I I I I I Ii-..... I I I I I I I I I I I I I I I I I 1 I I I I I I I I I J..- . _ _ L _ .. _ _1_ -11:-' _ ~ - _ .- _ .1 -- -. - _.1_'" - - L -.. - _1.:'----- ill Slide-ollt fireptace Exterior door of home ~ ---'::::--:::-:1-1.__ " ------ Exterior wall- Required perimeter -.1---- line of home support (see note 4) i~ ... -'" .f i .:~ 'j ~ .~ 9: .~~ :;. Figure 4-3 -- Typical blocking diagram for multisection home when manufacturer's installation instructions are not available '. r '. .'.. ',f. . .. \,;.,.::,;..":t;,~:.~. , . .., ".......~..-ff1i ,. Roof Minimum Pier Capacity (pounds) Section Live Pier Width Load Location (feet) (pounds per square foot) Maximum Pier Spacing (feet) 4. 6 8 10 8 20 Frame 900 1300 1800 2200 Perimeter 600 800 1100 1400 30 Frame 900 1300 1800 2200 Perimeter 700 1100 1400 1800 40 Frame 900 1300 1800 2200 Perimeter 900 1300 1800 2200 10 20 Frame 1100 1700 2200 2800 Perimeter 700 1100 1400 1800 30 Frame 1100 1700 2200 2800 Perimeter 900 1400 1800 2300 40 Frame 1100 1700 2200 2800 Perimeter 1100 1700 2200 2800 12 20 Frame 1300 1900 2600 3200 Perimeter 800 1200 1600 2000 30 Frame 1300 1900 2600 3200 Perimeter 1100 1600 2100 2600 40 Frame 1300 1900 2600 3200 Perimeter 1300 1900 2600 3200 14 20 Frame 1500 2200 3000 3700 Perimeter 900 1400 1900 2400 30 Frame 1500 2200 3000 3700 Perimeter 1200 1800 2400 3000 40 Frame 1500 2200 3000 3700 Perimeter 1500 2200 3000 3700 16 20 Frame 1700 2600 3400 4300 Perimeter 1100 1600 2200 2700 30 Frame 1700 2600 3400 4300 Perimeter 1400 2100 2800 3500 40 Frame 1700 2600 3400 4300 Perimeter 1700 2600 3400 4300 18 20 Frame 1900 2900 3900 4800 Perimeter 1200 1800 2500 3100 30 Frame 1900 2900 3900 4800 Perimeter 1600 2400 3200 3900 40 Frame 1900 2900 3900 4800 Perimeter 1900 2900 3900 4800 i d-. .::> , .e. I I , I ;j -_!-_----- ......l> ~J Wn ..a:r i\!~ ;l}::!>(!C1Ul /0(,1)0' l--t:JflfTl if :;: q '-' .D --; (~/O ~ ....t- rf- -- l>QfQ .- f/) '< -:nz ~IO - ..+ 1> Ul.,. ,0Ul C1' - _R" U1n , QW ,W P 0- f\) .... o i ~ l.~ I ..----------cr,-----------., I . t ~ 1/ II I j ,H " If II H II II " H /I II I; IH II II ~ n -of :---.. ---(~r_-~--; - I~::: f l-:i I'l) ,n ... -..l:--i I !.~ '\ (C"'; i v1 . _ J_______ -f- I I roOl Ul- <::lOUl o .. : .. ... C .D ~IT ~I:: ;/f 1 ~ ... "On !!to ::I q /0 M- III !II P CY I J I I ! II i 19 ~ II i II .. i II 1--- ~ tJ' T (~j 0- -0 p n t1l 0.. n.; x ~ o P Q. "- "- I ~OCl3:-f rr--;~8:ro .,. < t:::i Q...~P3:C Q.. s:: :.'!.:- ~ "<Nf\j-' o Q.. p" r'l ..., ut:Ql2.. ~ f\j ':; -0 <Q. .-:-2: :s ;u (Jl .1) >.D -; .- 5"" :u ID --t '< ..... n p c.n , , J># ;::::~ l/l;Q g:~ IVp III --; n o :; c+ 5 c o ~ UI .- ,. Rl ~ ~ J> :z n :J:: CJ ;;0 t:;j ~ --t J> .- ~ ~g. Wo ru., ~V1 CJITl h~ v~ + I i ! . I 1 i Vi ..... <' .x; I' , I I I I I I ~ 0\ '< (,I) LI p n /0 2. "Q o . e+- ll>- :l <<> .. ;; ... ..., o ~ :J Q.. P rt o :::5 < >> -0 - P :::5 ~ \rJ '^ o M I '- l 1 ~ ~ ( --- Aut 18 04 10:00a Hount Vernon StarT 360-419-9063 p.t:' OO/l;b/.:;004 12:54 T!TBRAtLE't'ENTERPRlSES INC ~ 13604199063 ---.....---- t-O. 782 GI02 t SAC INDU$TRIES TIE DOWNS BRGINEJCRED TIB JJ()WN 8Y81'S.M G'ltpRAL ~OTA. QEstGN l.OAns..: *wst'll) ______------- ~7.4pSt (7Q .,PH DPOSUP,("C") * WIND ________------ 2S.6PSF (3$ .,PH EXIJOSURt oC.) . Wltfl) _____---------3S,l)~ (100 WPH EXPOSURE "CO) ... SElSM1C ZONE ---------'- 4 ... SOIL BBAIUJlfG _____----- \000 p.t .t!Q.li.: illA)(IUUW SOIl.. PR~'5\Htt IS tOOO psf WlTH:>U'" A SO'\. R~PORT. ,., &ARTS AUGERS --------- 47501 MIN. TOTAL l.O~O CAflAClT'i 3' so, WORKINC LOAD CAP'-.CITY * STAOIL-X DRIVE ANCHO~S-- .750' MIN. TOrAl L.~"O DPACI'!'f 3':SO' WOfIKlHG LOAO CAPSlCITl' * CONCl\ETE 81.\B ANCJlORS-- A75C~ MIN. roT~1. :"'01.0 C,t'ACI'N 3t5D# WORKINC t.OAC C"~^CI1l' 'II 'fJ:E DOWK STRAPS - -.----- 47501 MaN. TOTAL I.OAD C.Ai'A:;ITY !lSO# WORl<lt:/C \..PAD (:Af'A(:::TY i,E DOWN STRAPS NEE1'$ rtO[~ SPf.C1F1CATfON O(:-S -.1811-1 ro~ ''''PE 1. ('''1..,,:':;'S. ", II C:;AADE: 1 STRAPPS"IC "','10 BE AT L.~ASl , l/4 II .O~5 llt<C PtATEO. j ID I. THE CHARTS SHOW THE: RlQVIREC M\Jl.48t:R or n: DGWNS ON !'HE ~!U[S .tl'iD II ENOS Of THE """...ur.cnJRtiJ HOhlt. , 1. COMBINATIONS OF THE DtF'F'ERENT TYPE:S or TIE tOWNS CAS BE usro Ii 3. .r;,)R AI.l. TIt' OOWN INSTAI.l.ATlOIolS. THtMAIJVFACTiJllEO HOMt CMASS1S ~t:t,(9[RS I ARE SHOW/'l AS'r tEAMS. {raR /U..IJSYR-'TIOl'l r:u~pose: ONLY'! CHAS~'S BUMS I CAlli "USO BE -C' SW.PED OR -wrc. SHAPtD. . . ~. Slot TIE DOWNS ARt: Rl;OUIREt> At.CNG 1"'E oUTSlor CtoiA'SSlS a~MS. [NO "IF. I, OOWNS AM !il(OUIAtO Io.T (ACB Dot; ~ U.CH iI'lA~SFORro\ilU: SECTION or 'Pit ,I UANurACTuAtO ~OME. I S. ENO TIt !)OWNS ~A~ BE LOCAl!O .NtT~IN 11; Of E1T~ES1 ~ or C~ASSIS f1tAlo;l I. urT AXIS, AND DOlT-Ole TOt' tAd fit ",rrACtiW WIT}flf W TO 6[1' fl?C.1.I i:}8i c.r CHASSIS iltAll 6. THE SittS: TYPES. UNGTHS. tCT. OF MATtRlALS St\OW1'4 HtRtON Aft( IdNIMUIi!. 1 LARGER. LONG Ell. HEAVIER t.e"'TERtALS SUPPUEO BY SAC H~OlJS1RltS. INC. MAY ; at USED AT THE: SAt<< SPACtKG A.~Ci lO~TI~S SHOWN. . 7. AU. P,AftTS ~RE COATED WITH RUST RESISTANT INiJUSTR!AI.. SHOP f'RII4F.I~. ,Iii 8. THlS Tli: ClOWN S'rSTEM Mt:tTS THE: REQl/IREME"lTS or SE::!!ON 1336.3 SV6- Si:CTION (e1). I .~ \.. STATE APPROVAL tN~INEE ~f-P I ,teU;I'~~ sYSlEM .APPROH :> . SUa;E.CT iO CCRll(~ III0.<.!) ~lIaI does 11cl: ~riN or epprlJ'Yt ~ t.IIl'.i!skm fj( ~ from lequK~ d ~ Sbfa iaW$ enli re~. Statl! of Carlfomia 0eDartmcr.t of Housing :~.01 Cemmunlty o.vefow.ent ~ AND STANDARDS , . ~ . . nata /~-?~(..t,::2....- 'ft."'.; ,--., ...'" .. er..s.- /~ . j ;;.._....~_.. '~ -J/- ~.y ,lClftC CCfI5Ul,.nMC E~I"'UIl5 2 ll!oQ .... ",'tiE. !lwTE: . 4S $AC"AIi'nf!O. GA- "1I~8 "lol, (j 1 &) s.~,-G02' This anchor I. deslOllod to be l1Jsl!rtld' through. 3.14' hal1 drlled or farmc:l ilto on Ixl,tJlIG con~tl' aII~. · C;ollOlell mllll bit 2!00 JlSI mlnlmurn '""1I=-wlt"~!rtltltlJllnfViI(n... ana.iI-it . 10110 wlr. masn or fiber me5t! inSCalled. · CaflerO!t ,It" must .I:ow 4121 'be of veltlal l.nIICl" on I",:bor without 'ffincl. Tnfa Illumes thlt tile DGl'tcrete wtfDh& \50 1&8 ~er cu. ft. · MIn!mum dlst,ra fram the Incl!Or altalt 10 one eltgf Of"'! 11., Is 4 in. . rrom ana Idgu Inri 2 It. fram Ilnf other .dOIl. e C> tIiJ B I TIle UlJ2 b daal,ned Lo 't ilmilllrl :nto 0 concrcl~ slab al Iftt! __ 1ftI cancm. 13 'O./ng POUJ,Q. -. CC)~lI--mtI.t-IJt-"I-."2eeo'-P$I' mlnlm~m $fa:) with 4. ""nlmum thJclaJ.. al\d !16 x 10r 0 wIre mesh Qr Ib!r mesh Ins'.ded. - Coname SIItJ must Iflow 4r.n :b; C r I lI.nal t.lIlleft an llncnor wffhcLd tlflng. TllIrauuMtc tl'.lt the cancrtte ' WlGh, 150 IbI per ell, ft. ) · Mr.llr.um dlsfant. '10m the .r.d!or sblt to OIl edge of U" lI:ab it ~ in. . ham an. llfOe and 2 ft. from III~ or!lar _e. · 11 'n&tlIe1 In ~ -4- sllb It /IIlnifllurr cIs""~s from KQn. III lddilfon.1r ~Ytr or 8IB or 10i'O mall (5 rrr.onJn.~. · Afttr r1Vltw~ tUCrIlIIfIftI IItlICf Ig at "'~ fill a ill In x 3 In. bat. iI'" Ira. whIrt the _It MIld I: IG fit IDGItd. .. fate, ... PPDtMn :tie... 0* b6R end ... illIG Jhe IIrIIlO IaOIe. · PlICI Uli ~ZI1.r 1111I0 DlI'JPilftlion bd , TIv,;d 111'1 on~ e.,lIItIon boh II'Ilf "bien _III mtldmu'" .."",t;n II' ,lit,...... ..... .,. iUIiMd. · COnc,,!. RlUlIIllJ I t.ctm PSI ml~mum $I.lh "'ll 4" IIIAiIrlIn W'w......d fAx 1ll'10 wfrt lIluh orllllc( I ..11\......11. · CoaorIIt ., I1CllilIUaw .qs the Of IItrtlo:ll .."W_ 0.. tndto. wiU1D1!1 11."C!. This ifDr:tl:CS 'hat Ilia c..... '"'OkS 1 SO 1ft! . cu. n. · ....UII! _ce tom the IIIdlor ,Jllf, to 1ft. Gdgo Of lilt ,~ is . :tL 1I<Jm Olt .dt. AM I; ft. nrr ~. oIor "'0" · II ....1iI. II . ~ &lab 'l minimum ctlrt~.c" 'Ill'" ..,..n acd'ilmal !alltf of a.'1 OT f 0110 "Irl! mes" Or QM'",,&II " rtOOrnlt1lr.did, · flelllWQ nut ~ncl Wtdilllf iII1l1 ,.rato antllor hllld ova, 11l,olld boll. · Plavt ..."'.r ,nd nIJt onto "'b aW if1d1odllid, tWa:t1l IIIl 14002. PIER BOLT-ON TOP ,'b- #6005 117000 /17001 117002 " U.... ~ e e ~~ ~ ; CONCRETE TIE-DOWN ~ ftlP'56 #4002 #6003 #6004 INSTALLATION INSTRUCTIONS EXISTING CONCRETE - 116003 1. CONCRETE MUST BE A MINIMJM 3 1;2" THiCK A.ND IN GOOD CONDITION. 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 2.8 SQUARE f"EET. .3. DRILL PROPER SIZE HOLE IN SLAB, A MIN!MlM OF 12" FROM ANY SIO(. 4. EXPANSION OOLT IS 5/8" x .3 1/2" WIIH MINIMUM 2 3//.... EMBF:Dt.fENT AND 6.180 POJND PULL OUT, 7,160 POUND. SHEAR. , NEW CONCRETE - #6004 1. PLACE CONCRETE A.NCHOR INTe WET CONCRETE. AND ALLOW TO :>ROPERlY CURL 2. ALTERNATe CONNECTiON REQUIRES #5 RE!:lAR PROPERLY EIllBEDDEO IN CONGRETE. CHASSIS CONNE.C~ L ATTACH STRAPS TO CHASSIS SEAM 1M MA'lNER S-iOWN. 2. If ANGLE OF SIl)l:: STRAP IS GREATER THAN 6::J', STRA? CONNECTION CAN BE MADE fROM A.NCHOR TO OPPOSlfE CHASSIS B~M. .3. INSERT STRAP THROUGH SP _:T 130!.. T. CUT OFf EXCESS STR^P ANO TIGHTEN BOLT IJ/\ TIL STRAP IS SNUG. - ~. .. .~ ~~ ~ ' . . . . - ~ ,,~; , ') )Rlll 9/16" HOLE AT MID HEIGHT OF BEAM ...I'lD INS1All liZ' A307 BOLT , ~ - ." _ ~~. ~T"'PIC:'L) " _ _ . - - ,- - - - ~ _ .. ;,,- _ - - i' ~ '. ~ ') ~ 1, _)'--- .l. ~:--~-'\~ ~"... -~.. ... ~J: -:: ~ ~ ~ ~ ' ~ \< - - - - ~.- \\ /? SIDE YEW ~ (/"''RFC'' BEAM CHASSIS SEE "r' BEAM CHASSIS NOTE g3 SHEET # 1 fOR TIE DOWN INfO. SiD( Vlt'fl END TIE DOWN [l'1D VIEW ~:::===:, ~ i ;1;( ---. -l , \ , \ , I \ I J . \ "" \, I" \ I " '\ " '\ " : \ '0 <'. ''Y' - \ . . ..i" _~ "'tl ." ~. / .. / SIDt VIEW / '~~" BEAM CHASSIS "i,E . T' BEAN CHASSIS NOTE (i:5 SHEEI ~1 tOR HI' OOWN I"FO. '- ALTERNATE CONNECTION -' "if' , , :' I '\ ,',' \ \. I/ '\\ CONTRACTORS CERTIFICATION I CERTIFY THAT { HAVE INSTALLED THE SAC IND.. INC. ANCHORING SYSTEM AS PER THE INSTALLAT~ON INS'~'RUCTIO:"lS. I HAVE MADE NO MODIFICATIONS TO THE .I\NCHORrNG SYSTEM OR TO THE BUILDlNr. STRUC'T'URE. COMPANY NAME: CONTRACTORS LIC.n Table 3-1 - General Description of Soils Soli Type Based on the unified classification system Allowable Pressure (pounds per square foot) No allowances made for overburden pressure, embedment depth, water table hei or settaemeraI robIemS 4 000 and u 2000 1,500 1,000 . 1. To be used only when none of the following is available: soils Investigation and analysis of the site; compliance with the local building code; and evaluation by a registered professional engineer, architect, or building official. 2. Hereafter, the words - enginee(' or -architecf shaH refer to a registered professional engineer or architect. The City of Port Angeles Building Division. Upon reviewing your application and pIans submitted for a Manufactured Home, the following are some of the items that will need to be taken in to consideration. Property. Property boundary pins are to be identified and marked at footing inspection to verify minimum set back requirements. Manufactured homes. "Wains" installer tags must be on unit and appropriate box checked for each item completed. Manufactured home foundation design shall be included with the application. Foundations are required to be pit set with 12" maximum and 6" minimum reveal on foundation. Blocking and tie down inspection is required Wood framed skirting, framing shall be 2"x 6" treated wood with y," anchor bolts w/ 3"x 3"x 1/4" washer at 6'-0" OC and within 12" of P.T. sill ends. Stud pacing shall be 16" OC. 15/32" min thickness structural grade treated plywood 30 PCF equivalent-fluid weight soil pressure horizontal (max unbalanced back fill at 18" in height). Face grain across studs. Skirting, foundation crawl space and ventilation are required per WAC 296-150M-0610 (1) (d) section 1 through 3. 1. Skirting must be made of approved material by the building division. Metal fasteners must be of hot dip zinc-galv. / stainless steel or other corrosive resistant materials. Ferrous metal members in contact with earth, except those made of galvanized or stainless steel, must be coated with asphaltic emulsion. Skirting must not trap water between the skirting and siding or trim. All skirting must be recessed behind the siding or trim. 2. The ventilation required is one (1) sf. Per 150 sf. of crawl space. 3. Access to under floor area to be a min. 18"x 24" and positioned so that all areas under manufactured home are available for inspection. Access opening must be covered and that cover must be made of metal, pressure treated wood or vinyl. Foundation protection requires finish grade to be a minimum of 6" slope in 10'-0" away from the foundation. Footing/downspout drains (if required) to be directed to a drywell or other approved locations. An inspection of the water, sewer, electrical, footing and down spout drains is required before backfill is allowed. (NO EXCEPTIONS) If outside of (4) minute response area a sprinkler system or an exterior bell tied into the smoke detector, approved by the Fire department. A final inspection is required to be approved before occupancy can occur. The City of Port Angeles Building Division. Upon reviewing your application and plans submitted for a Manufactured Home, the following are some of the items that will need to be taken in to consideration. Property. Property boundary pins are to be identified and marked at footing inspection to verify minimum set back requirements. Manufactured homes. "Wains" installer tags must be on unit and appropriate box checked for each item completed. Manufactured home foundation design shall be included with the application. Foundations are required to be pit set with 12" maximum and 6" minimum reveal on foundation. Blocking and tie down inspection is required Wood framed skirting, framing shall be 2"x 6" treated wood with Yz" anchor bolts w/ 3"x 3"x 1/4" washer at 6'-0" OC and within 12" of P.T. sill ends. Stud pacing shall be 16" OC. 15/32" min thickness structural grade treated plywood 30 PCF equivalent-fluid weight soil pressure horizontal (max unbalanced back fill at 18" in height). Face grain across studs. Skirting, foundation crawl space and ventilation are required per WAC 296-150M-0610 (1) (d) section 1 through 3. 1. Skirting must be made of approved material by the building division. Metal fasteners must be of hot dip zinc-galv. / stainless steel or other corrosive resistant materials. Ferrous metal members in contact with earth, except those made of galvanized or stainless steel, must be coated with asphaltic emulsion. Skirting must not trap water between the skirting and siding or trim. All skirting must be recessed behind the siding or trim. 2. The ventilation required is one (1) sf. Per 150 sf. of crawl space. 3. Access to under floor area to be a min. 18"x 24" and positioned so that all areas under manufactured home are available for inspection. Access opening must be covered and that cover must be made of metal, pressure treated wood or vinyl. Foundation protection requires finish grade to be a minimum of 6" slope in 10'-0" away from the foundation. Footing/downspout drains (if required) to be directed to a drywell or other approved locations. An inspection of the water, sewer, electrical, footing and down spout drains is required before backfill is allowed. (NO EXCEPTIONS) If outside of (4) minute response area a sprinkler system or an exterior bell tied into the smoke detector, approved by the Fire department. A final inspection is required to be approved before occupancy can occur. Garages. A continuous footing is required around the perimeter of the load bearing walls, although some manufactured homes are designed to accommodate a garage. The garage must be designed as though it is independent from the manufactured home. Sill and bottom plate anchor requirements for seismic zone D2. As per the 2003 IRC. Garages detached and attached to a manufactured homes, require standard wall bracing methods to be met, If they cannot be met, then refer to "Alternate Braced wall panel" Section of the 2003 IRC. If any of the aforementioned methods cannot be met, engineering design will be required for the "SHEAR WALL, ALTERNATE BRACED WALL PANEL" design under 2'-8" in width. This letter is not intended to cover all items required by the City of Port Angeles, but is to serve as a guide to help you understand frequently asked questions, "ALL WORK IS SUBJECT TO FIELD APPROVAL" 1/05 ", ", >-l "', ::;~~8E; ()'U t-< t-< >< ~ H;o 3: t-' 'U 'U;oZZO >-lDl ..... t-<()Dl>-l;<1 ><'U Ul H Dl;o;oDl >' 0 0 10 >-l Zt-< >'Ul 0;0 t-' t-' ~. ()Ul "1Dl >-l 0 III ", 0 'U t~ ();O~ Dl. ;0. 0 ;0 ;<1", llllll ODl >-l..... .......... 3:10 t-' t-'t-' 'UCO o 01-;3 ZlJI ~~ "'''' t-<Dlo Ulcne:c:l--' .......... DlUl , ,() CD G1 c, 00 >-l>-llll ow;::r::1-3 DlLr llllll DlDlt< OOtI:1:::rJ1--' t-<- 00 0' ;oDl..... Dl GlHi o t-'- Z'" Ult-' 00 0 III P w, 0 t-< 0,-< of:>.LnOtI:10 W >'t-< \.OIZZ~ '" t-< ~~I 0 >-lDl ;0, DlN III r- t-<'U Dlt-' ;0 t-' >-l Ult-' 'U>' 0 ;0< D ~~ HDl Ul Dl ob:lnotjotJj ;oOIl:l Co Ul mC:::OUlOLnC::: DlDlO "10 ..........H3..........Z..........H ~~~ >'0 t-' t-t tel f\J I--' t' (), Wt::lOJO "'0 t-<;o >-l f ..........HO............O\.........H >-lH ~ l\JZrrl\JOOl\JZ Ul'U () o GJ 1-'- 0 W 0 G1 .....>-l Dl 0 0 00 , 0 ()H 0 ZZ ~ LnJ-zj~Lna".c..Jl'Ij 00 0 0 0 3:Z :I: UlUl Dl O~~I--'~I--'~ 3: 0 'U'U Z Dl 3: DlDl - >-l wt:Pdl\J !\Jt1 Z Dl ()() Ul .. >' 0 .. .. >' >-l >-l>-l wl-3lio "'>-l Ul OH ~ Q:)HrtCT\ OH ;00 0 0 .. Z 0 Z'i Z 'U (]) 'U 'U '-<>-l Z 3: 3:.0 3: 3:"1 ~8 0 OP- 0 'U'UUl l> >-l Z..... 0 88iii Dl;" Dl Cj OLJ. C..j '-<>-l UlDl (t Ul t-< "-'t-< t-<H ZZO >-l HU)I-'H HZ DlDlH t-< Dlt-< Dl DlG1 < ;<1>' ;0 ;0 t-< t-<", t-< t-< H >< >< >< Dl WW ;0 "'''' t-< ~ 00 >< "'''' "'CD OW , , "'''' CDO "'CD 00 "'Q - O'U t >'>' >-lG1 DlDl '" ..... t-' W ..... 0 lllW r-) ! (/' r - - .V\- f'd Il () ~ ~ .--- - BUILDING DIIIISION ---.~ CITy OF POIlT ANGELES * * JOb LOcated at Correction Notice ..... /i- Inspect/on Of YOUr Work n~t In aCCordance With th revealed that the fOllOWing Is this JUriSdiCtion: e COdes gOverning the work In These corrections mUst b covered until reinspection . e made and are nOt to be have been made PI IS made. When corr,ect. < . , ease Call IOns 'Or inspeCtion. _ ( . ~ Date ~. -- ---'-------~ ~, /" .. InSpector fOr BOilding O. . . D IVISlon o /VOr IIE"'O"E rltlS rAG G/~~ '.. ELECTRICAL WORK PERMIT APPLICATION, ~;r' -# DS--3 . I Job wired by , , "$l Electrical Contractor 0 Owner Installation description o Commercial ~ Residential Eleet~eal contcaeto' name ~4fumbe' Date Exp;m \,,~\-....: ~ ,~.c _\-*'LBlt\\i=: Purchaser's dmg address ~~\,_ ~> ,\'"L~\."(\\...'- ~\. City I State ZIP 5.<..<:::". 'N.~ ~~~~~ Telephone number 1 FAX number ?-~\~~ o New o Altered/Addition I ~~ ~~,~ Y't\~\~'\\Z ...s ~\\'J I ( ~ Premises owner's name \)::-.."", ~ "'c::....~ '-~ Address of inspection \ \~\i' ~d. i '\.- ~ ~ "'0- City ~\ i (5/8 L ;;> t<JA€. Sl V'~,~~, y~~,s \\ ~\-.t-. \~'\\ , ~ Phone number to schedule in pection: . ~' "=:l Owner as defined hy RCW19.28.26/:(1) Owner will occupy the structure for two years after this electrical pJrmit is finalized. (2) Owner is required to hire an electrical contractor if above said pr~perty is for sale, rent or lease. After reading the above st~tement, I hereby certify that I am the owner of the above named property or a licens'ed electrical contractor. I am making the electrical instal- lation or alteration in conipliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296-468, The City of Port Angeles Municipal Code, and Utility Specifications. i Signature of owner, electrical contractor or electrical administrator ,. ", 'I" .r Date: ~-'S..-b:s. Electrical Load Additions and or subtractions ( D NO LOAD CHANGES I U I, I:l Baseboard KW ..", I:l Furnace KW I I:l Overhead Service I:l Heat Pump Toni LAR I:l Temp Service I:l Fan-Wall KW I I:l Underground Service , SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 o Cash ~Check # o Credit Card Visa Mastercard Discover Card # x Expiration Date of card . Voltage Phase D 1 D 3 Service Size: Feeder Size: ."'- f ~ \::) Service Information : ROUGH-IN ! I Dalel App[l)vell By ./ , FINAL '-.. Date! Approvell By./ / THERMOSTAT '-.. Date Approved By / DITaI '- Date ApprovwBy/ SERVICE Dale Approved By FEEDER Dale Approved By Inspection Datc Area, Building or Equipment Inspected Action Taken Electrical Inspector 8 c.-'F ~~ " ," I ELECTRICAL INSPECTION WIRING REPORT 417-4735 , b~c. ADDRESS L It-r.- -.;- ~ APPROVED NOT APPROVED y. . . . tJ.~././.~. . . DITCH. . . . . . . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . ROUGH IN/COVER. . . . . . . . . . . . . . . 0 ~. . . . . . . . . . . . . . . . . . . . SERVICE. . . . . . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . . . . . . FINAL. . . . . . . . . . . . . . . . . . . . 0 CORRECTIONS NEEDED: g6r<l~ /l~ ~k:.. - ~ I~ B'?Ok.//u LJ.n"C..<.~ :;-$S~1/V ~~ m;::~:#::"S -f. ;0.",...;(. ,3 X :3 I >c ~ '1 OOAJC,u-Tt- ;O,AO & ..s'bzvlG4, 4u7~s~ /JHAStF e.rrw ~ /y)1f ~ ~N' ~.Pure.. hl_ 4/7 - e/7;;;~ NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS, INC. (360) 452-1381